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Journal of Samara State Technical University, Ser. Physical and Mathematical Sciences, 2017, Volume 21, Number 3, Pages 524–545
DOI: https://doi.org/10.14498/vsgtu1539
(Mi vsgtu1539)
 

Mechanics of Solids

Refined model of elastic-plastic behavior of longitudinally reinforced curved wall-beam under dynamic loading

A. P. Yankovskii

Khristianovich Institute of Theoretical and Applied Mechanics, Siberian Branch of the Russian Academy of Sciences, Novosibirsk, 630090, Russian Federation (published under the terms of the Creative Commons Attribution 4.0 International License)
References:
Abstract: An initial-boundary value problem is formulated to describe the dynamic behavior of flexible longitudinally reinforced wall-beams of the lesser curvature. Mechanical behavior of materials of composition of the beams is described by the equations of the theory of plasticity with isotropic hardening. The geometric nonlinearity of the problem is considered in the Karman approximation. The obtained equations and correlations allow with different degree of accuracy to determine the stress-strain state of the considered beams taking into account of their weakened resistance to the transverse shears. From the received relationships in the first approximation the equations, corresponding to the second variant of Timoshenko theory, are obtained. For the numerical integration of the problems the method of steps in time with the involvement of the central differences to approximate derivatives with respect to time, is used. The longitudinally reinforced straight and slightly curved beams-walls of relatively low height are considered. The dynamic response is investigated for the considered constructions depending on the action surface (concave or convex) of external pressure caused by the arrival of the air blast wave. It is found that at the time intervals exceeding a few tenths of fractions of a second, elastic-plastic behavior of flexible reinforced straight and curved wall-beams, determined according to the second variant of the Timoshenko theory, is significantly different from the inelastic dynamic response calculated according to the refined theory.
Keywords: flexible beams, reinforcement, geometric nonlinearity, dynamic deformation, theory of plastic flow, isotropic hardening, second variant of Timoshenko theory, numerical integration, “cross” scheme.
Received: April 10, 2017
Revised: August 18, 2017
Accepted: September 18, 2017
First online: November 10, 2017
Bibliographic databases:
Document Type: Article
UDC: 539.4
MSC: 74K10
Language: Russian
Citation: A. P. Yankovskii, “Refined model of elastic-plastic behavior of longitudinally reinforced curved wall-beam under dynamic loading”, Vestn. Samar. Gos. Tekhn. Univ., Ser. Fiz.-Mat. Nauki [J. Samara State Tech. Univ., Ser. Phys. Math. Sci.], 21:3 (2017), 524–545
Citation in format AMSBIB
\Bibitem{Yan17}
\by A.~P.~Yankovskii
\paper Refined model of elastic-plastic behavior of longitudinally
reinforced curved wall-beam under dynamic loading
\jour Vestn. Samar. Gos. Tekhn. Univ., Ser. Fiz.-Mat. Nauki [J. Samara State Tech. Univ., Ser. Phys. Math. Sci.]
\yr 2017
\vol 21
\issue 3
\pages 524--545
\mathnet{http://mi.mathnet.ru/vsgtu1539}
\crossref{https://doi.org/10.14498/vsgtu1539}
\zmath{https://zbmath.org/?q=an:06964802}
\elib{https://elibrary.ru/item.asp?id=32248395}
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